PORTFOLIO RICKY AMOS
1:40 000
CURRICULUM VITAE
CONTACT
Name:
Ricky Amos
Address: 148 Hope Street, Brunswick VIC 3051
Phone: 0447 112 663
Email: 1amos.ricky@gmail.com
DOB: 29 January 1999
EDUCATION
2020 - 2022
University of Melbourne
Master of Architecture
2020
Royal Melbourne Institute of Technology Master of Architecture
2017 - 2019
University of Western Australia
Bachelor of Design - Architecture
2011 - 2016
Kolbe Catholic College Rockingham
AWARDS AND ACHIEVEMENTS
2022
Melbourne University Weighted Average Mark: 82.429%
One of two winning groups for Stage 1 of the 2022 Built Industry Group MENTAL X Design Ideas Competition
2020
RMIT GPA score: 3.5 (4 point scale)
2019 UWA GPA score: 6.583 (7 point scale)
UWA Weighted Average Mark: 80.417
I was one of twenty people selected to participate in an overseas art history unit in Paris.
2017
SMART Prize 2017 (Highest aggregate mark in VISA1000 and VISA1001)
2016
Dux of Year 12 at Kolbe Catholic College
ATAR score of 98.05
Achieved A-grades in all academic subjects over year 11 and year 12.
Upper-school scholarship 2013-2016
SKILLS
Revit
AutoCAD
Photoshop
Illustrator
Indesign
Sketchup
Rhinoceros 3D
Hand Drawing
PAST EMPLOYMENT AND WORK EXPERIENCE
Studio Ester
NOV 2020 – NOV 2022, FEB 2023 - PRESENT
(FULL TIME / PART TIME
Graduate of Architecture
Involved in concept design, design development, design documentation, applying for planning and building permits, communicating with consultants, and presenting to clients. The projects are predominantly single dwelling extensions and renovations, and the programs used include Revit, AutoCAD, and Sketchup.
Site Image Landscape Architects
NOV 2022 - PRESENT
(FULL TIME / PART TIME)
Design Drafter
Involved in design documentation for schematic, town planning, tender, and construction stages of projects including schools, retirement villages, and parks. Programs used include AutoCAD, Photoshop, and InDesign.
Suzanne Hunt Architect
DEC 2018 - JUN 2019
(PART TIME)
Architectural Intern
Physical model making, AutoCAD, Sketchup, miscellaneous.
Cockburn Council
JUN - SEP 2018
Assistant Cartographic Officer
Involved updating data in the GIS system and creating and updating site plans for building projects.
Coles Express Moonee Ponds
MAR 2020 - JAN 2022
Customer Service Attendant
Caltex Kwinana Beach
MAY 2017 - FEB 2020
Customer Service Attendant
VOLUNTEERING
Open House Melbourne 30 JULY 2022
Building Volunteer
REFERENCES
ANNA POWER Principal Studio Ester 0400 760 011 apower@studioester.com.au
MARTIN MUSIATOWICZ
Master of Architecture Thesis Tutor University of Melbourne 0402 327 830 martin@kartprojects.co
SIMONA FALVO
Master of Architecture Studio D Tutor University of Melbourne 0439 003 268 simona@trowerfalvo.com
CONTENTS 3. Toodyay Studio 6. The New Triangle 9. Wave Chair 10. Story Box 14. Walyalup Aboriginal Cultural Centre 16. Media Laboratory 18. MEE 22. Skyscraper Facade Design Documentation 23. MVRDV Book Mountain Construction Analysis 24. Terrace House Extension Documentation
TOODYAY STUDIO
HOTEL AND OUTDOOR CINEMA
A small hotel and outdoor cinema is proposed for the town centre of Toodyay. The building is conceived with the idea of critical regionalism in mind, and is strongly connected to the local town and landscape. Mapping is used as a tool to analyse the site, with important elements, such as waterways, axes, and materiality, being included so that they can be drawn from in the design process. Each room within the hotel and is unique and symbolically connected to a different part of Toodyay’s identity. One room connects to the historic courthouse, one connects to the streetscape, another connects to the tavern next door, and another connects to a typical country house found in the area.
SITE CONTEXT 1:400
SITE CONTEXT 1:2000
PLANS 1:200
ROOF PLAN
ISOMETRIC PROJECTION 1:400
ELEVATIONS 1:200
GROUND FLOOR PLAN
STIRLING TERRACE ELEVATION
FIRST FLOOR PLAN
PIESSE STREET ELEVATION
REAR ELEVATION
5.
9.
1. Foyer 2. Outdoor cinema 3. Reception desk
4. Office
Community room
6.
Country house room
7. Main street room 8. Courthouse room
Hallway
COMMUNITY ROOM COUNTRY HOUSE ROOM MAIN STREET ROOM COURTHOUSE ROOM FOYER OUTDOOR CINEMA
1:300 SECTIONS 1:300 LATITUDINAL SECTION 1 LATITUDINAL SECTION 2 LONGITUDINAL SECTION 1 LONGITUDINAL SECTION 1
ROOMS
THE NEW TRIANGLE THE BASIN, VIC
The town centre of The Basin, known as The Triangle, features shopping areas and a park. Adjacent to it, I have proposed the New Triangle, which is a space for production, education, and contemplation. The New Triangle features many different buildings, including an education centre. The New Triangle is designed with an experimental approach. The design explores the dialectical opposition of contradicting concepts, and how new forms and ideas are generated through these oppositions. For example, the toilet block is large and small at the same time. At face value, this seems impossible, however the ambiguity of language makes it so, since different words and phrases can be interpreted in a variety of ways. The toilet block is physically small, however the large parcel of flattened land which it sits on implies that it is much larger. One may then interpret this to mean that the building was once larger in the past.
As a result of this approach, common perceptions of The Basin are challenged. Previously, a visitor would experience the town in a very ordinary way, as they would with any day trip. The new design create``s an alternative experience by generating a sense of the uncanny.
PLAN 1:900
SITE
Historical v. Existing:
External materiality of the building is identical to house which existed on site previously. Warped memory of building is revived.
Real v. Fake:
Interior materiality generates familiar atmosphere, however holes penetrating floor are uncanny reminder that building is suspended.
Floating v. Grounded
From afar, building appears to be built on top of timber studs. Up close, an uncanny gap is revealed between studs and ground.
Familiar v. Uncanny:
Familiar elements such as weatherboards, roof tiles, and sash windows are utilised in unusual ways.
SITE MAP 1:4000
EDUCATION CENTRE FLOOR PLAN 1:500
EDUCATIONAL CENTRE LATITUDINAL SECTION 1:200
EDUCATIONAL CENTRE LONGITUDINAL SECTION 1:200
Close v. Far: Pathway and entry taper towards building, creating forced perspective. Generates ambiguity about closeness of building.
Real v. Fake:
Ordinary and familiar elements suggest history and authenticity. Suspension structure contradicts authenticity by creating puppet out of building.
DETAIL SECTION 1:100
WAVE CHAIR
The Wave Chair is a sculptural side chair consisting of various concave and convex curves. The chair’s form derives from a process driven design methodology. Various sizes of timber were cut into different shapes, mostly through the cove cutting technique on the table saw. These pieces were then stuck together as I saw fit. The chair is made from Tasmanian blackwood.
DIGITAL MODELS
STORY BOX
BODRUM VS THE WORLD
The Story Box is a factory and a museum that produces tiles to preserve Bodrum’s local identity against the homogenising force of hotel and real estate development. Bodrum locals help manufacture tiles with motifs, symbols, and stories specific to Bodrum. The tiles are donated for use in new buildings, thus preserving a small piece of local culture.
The building is design with visitors in mind. There is a gallery space to showcase both the finished tiles and the tile manufacturing process.
EXPLODED AXONOMETRIC PROJECTION 1:150
As I descend below the building, I glance across at the gallery.
e passage becomes warmer as I walk. I exit and see the kiln.
e pulverisers are loud. ere is energy in the air.
I walk into the same space that I entered prior, on the other side of the glass.
e tiles wrap around and overwhelm me with their brilliant colours.
To my le , I see stories about Bodrum. To my right, I see the people that live here.
Elements within the building are distributed within a eld, de ned by rectangular outer walls.
GROUND FLOOR PLAN 1:150
BASEMENT PLAN 1:150
1 2 3 4 5 6 7 8 9 10 11 12 13 Basement entrance Gallery entrance Gallery & decorating room Distribution O ce Roof access stairwell Kiln Overglaze & forming station Mixing station Storage Toilets Drying space Lunch terrace a b c d e f
FIRST FLOOR PLAN 1:150
e building is layered with heavy processes in the basement oor, light processes on the top oor, and intermediate processes between.
GALLERY SECTION 1:50
WALYALUP ABORIGINAL CULTURAL CENTRE
FREMANTLE, WA
AXONOMETRIC PROJECTION 1:500
The British first arrived in Fremantle in an area near Arthur Head. In those days, before most of the limestone headland was quarried away, it was much larger and stretched west towards the sea. The headland, known to the local Whadjuk people as Manjaree, was an important ceremonial and trading location.
The new cultural centre recreates the old Arthur Head before it was quarried away by European colonisers. It imagines a limestone rock that has been eroded into smaller pillars and outcrops. The spaces in between these formations become rooms through the construction of walls and roofs. These walls are made of limestone blocks, while the rock formations are made primarily of rammed earth. The recreation of the old cliff is symbolic of the time before colonisation, when the location was used by the local Whadjuk people as a trading place. Similarly, the new building acts as a trading place of indigenous knowledge and culture.
SCREENBOARD & CLAY MODEL ON SCREENBOARD BASE
GROUND FLOOR 1:500 FIRST FLOOR 1:500 FRONT ELEVATION 1:500 LONGITUDINAL SECTIONS 1:500
MEDIA LABORATORY
RMIT DOCKLANDS MEDIA PRECINCT
The Media Lab is a project for a film, television, gaming, and sound design centre for RMIT students in the Docklands Media Precinct. The idea for the building is to create a laboratory-like environment which gives students the freedom to experiment and collaborate. Parts of the building’s program, such as studying zones, editing suites, and start-up spaces, sit side-by-side in a single “long room”. On the peripheries of the long room are offices, a maker space, lounge spaces, and more. Dynamic opportunities and potentials are generated within the long room. The mixing of different programs enables interdisciplinary activity, and the spaces can be used by graduates and start up companies for professional projects. There are also spaces for students to relax during breaktime, and spaces for public interaction.
The design process for the Media Lab involved the procedural modification of a basic starting typology. A generic cantilever bridge and library atrium were modified using a series of procedural operations. The results of these two series of operations were then combined to form the Media Lab.
PERSPECTIVE SECTION 1:250
1. Long Room
a. Game Production Space
b. Study Space
c. Start-up Space
d. Editing Suites
e. STEAM hub & Maker Space
2. Green Screen Studio
3. Control Room
4. Physical Effects Workshop
5. Flexible Worshop Space
6. Reception
7. Event Exhibition Space
8. Permanent Art Exhibition Space
GROUND FLOOR PLAN 1:500
9. Cafe 10. Domestic Space a. Kitchen b. Lounge 11. Toilet 12. Server Room 13. Loans and Storage Space 14. Office Space 15. Object Preparation and Preservation Space 16. Equipment Storage 17. Tower (Void) 18. Flexible Outdoor Space
MEE
MUSEUM OF THE EVERYDAY ENVIRONMENT
The everyday world often feels banal, disenchanting, and unexceptional. Yet when viewed with an open mind, it is difficult to find anything from our everyday environment that does not have some positive attribute or redeeming quality.
My thesis explores how a museum can enhance one’s perception of the everyday world by exhibiting it in a way that encourages an open minded appreciation. Everyday artifacts and scenes, such as domestic appliances or street scenes, are framed in such a way that they can be appreciated for their history, design, personal value, functionality, aesthetic sensations, or humanity. The site is located near the Moonee Ponds Junction, which is itself an overlooked yet dynamic area.
Visitors should leave the museum with a state of mind that enables them to appreciate the richness of the everyday environment and feel a greater connection with it.
Through this project I sought to answer:
How can a building frame things from the everyday environment in such a way that emphasises their best qualities?
How can a building influence the mood of visitors to promote open-mindedness and empathy towards unappreciated things? How can the museum’s architecture affect the visitor’s experience of the exhibits?
FRONT FACADE
e gallery wall is pushed back to reveal the lean-to structure and to allow indirect light into the space. A window cutout reveals the power lines that run past the building. ey are exhibited using the glass cabinet motif. e activity within the art workshop is exhibit through the glass cabinet motif.
PICTURE GALLERY POWER LINE EXHIBIT ART WORKSHOP FACING IN
REAR FACADE
THIRD FLOOR PLAN 1:250
THIRD FLOOR PLAN 1:1000
BASEMENT FLOOR PLAN GROUND FLOOR PLAN
FIRST FLOOR PLAN
SECOND FLOOR PLAN
Junction panorama Monocular view View to unusual nearby entrance monument
View to lamp post intersecting storefront canopy
AXONOMETRIC PROJECTION 1:500
LONGITUDINAL SECTION 1:500
Nearby points of interest are framed by windows and exhibited as part of the museum.
TOP FLOOR SECTION 1:75
e humour gallery displays amusing situations and places from everyday life.
e cutaway gallery exhibits everyday objects sliced in half, revealing their technological complexity.
e cafe serves as an exhibit of everyday humanity. Tables are set out to encourage conversations and interactions with strangers.
A typical shopfront is rotated and extended towards Moonee Ponds Junction. e haphazard rear ends of these shops are put on display.FORMAL CONCEPT
SKYSCRAPER FACADE DESIGN DOCUMENTATION
FACADE DETAILS
Facade detail documentation of a skyscraper proposed as part of a university project. The facade is fully glazed with aluminium fins for shading. The building’s structure consists of a steel and concrete composite core and outrigger system.
22 168 FOLDED ALUMINIUM CHANNEL ALUMINIUM VERTICAL FIN MONDOCLAD SOLID ALUMINIUM PANEL CLADDING AWS 168 SERIES THERMALLY BROKEN SPLIT MULLION AWS 168 SERIES THERMALLY BROKEN TRANSOM AWS 168 SERIES THERMALLY BROKEN HORIZONTAL STACK JOINT AWS 168 SERIES THERMALLY BROKEN SPLIT MULLION MONDOCLAD SOLID ALUMINIUM PANEL CLADDING AWS 168 SERIES THERMALLY BROKEN TRANSOM FIXED ALUMINIUM LOUVRE 800335 AWS 168 SERIES THERMALLY BROKEN HORIZONTAL STACK JOINT FOLDED ALUMINIUM CHANNEL VIRIDIAN PERFORMATECH PH08(60)CLR TOUGHENED LAMINATED DOUBLE GLAZING AWS 168 SERIES THERMALLY BROKEN SPLIT MULLION CONCRETE MEGACOLUMN MONDOCLAD SOLID ALUMINIUM PANEL CLADDING EXTRUDED ALUMINIUM SILL ALUMINIUM VERTICAL FIN 1500 530 UB 82 STEEL BEAM SUSPENDED CEILING SYSTEM 700 WB 150 STEEL BEAM 1325 1325 1325 1325 C1 C1 V1 V1 S1 S1 V1 V1 S1 S1 C1 C1 S1 S1 V1 V1 S1 S1 V1 V1 S1 S1 V1 V1 S1 S1 V1 V1 S1 S1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 C1 C1 C1 C1 V1 V1 ALUMINIUM VERTICAL FIN 400MM CHS STEEL COLUMN ALUMINIUM CLADDING OVER CONCRETE MEGACOLUMN HIDDEN ALUMINIUM PELMET VIRIDIAN PERFORMATECH PH08(60)CLR TOUGHENED LAMINATED DOUBLE GLAZING AWS 168 SERIES THERMALLY BROKEN HORIZONTAL STACK JOINT AWS 168 SERIES THERMALLY BROKEN TRANSOM SMOKE FLASHING FLOOR SURFACE EXTRUDED ALUMINIUM SILL HTA-LE 50/30 CAST-IN CHANNEL WELDED TO CONCRETE SLAB EDGE ANGLE STEEL ANGLE WELDED TO BEAM STUD WALL HOOK ON BRACKET SYSTEM FIRE STOP NON COMBUSTIBLE INSULATION BLACK POWDER COATED ALUMINIUM FOLDED BACK PAN LYSAGHT BONDEK & CONCRETE SLAB VIRIDIAN COMFORTPLUS TOUGHENED LAMINATED GLAZING VIRIDIAN PERFORMATECH PH08(60)CLR TOUGHENED LAMINATED DOUBLE GLAZING AWS 168 SERIES THERMALLY BROKEN HORIZONTAL STACK JOINT AWS 168 SERIES THERMALLY BROKEN TRANSOM SMOKE FLASHING FLOOR SURFACE EXTRUDED ALUMINIUM SILL HTA-LE 50/30 CAST-IN CHANNEL WELDED TO CONCRETE SLAB EDGE ANGLE STEEL ANGLE WELDED TO BEAM STUD WALL HOOK ON BRACKET SYSTEM FIRE STOP NON COMBUSTIBLE INSULATION BLACK POWDER COATED ALUMINIUM FOLDED BACK PAN LYSAGHT BONDEK & CONCRETE SLAB VIRIDIAN COMFORTPLUS TOUGHENED LAMINATED GLAZING 700 WB 150 STEEL BEAM SUSPENDED CEILING SYSTEM HIDDEN ALUMINIUM PELMET FIXED ALUMINIUM LOUVRE 4000 4000 1935 4000 4000 2675 2065 2065 2065 2675 1935 1500 1500 1500 1145 2065 1 A4.2 3 A4.1 2 A4.1 MAIN FACADE PLAN 1:40 MAIN FACADE SECTION 1:40 1 A4.1 MAIN FACADE ELEVATION 1:40 2 A4.2 INSIDE OUTSIDE 4 A4.2 V1 4000 x 1500 MM CURTAIN WALL UNIT 4000 x 1500 MM CURTAIN WALL UNIT 168 800 50285 EXTRUDED ALUMINIUM J BRACKET WITH SLOTTED HOLES AND SERRATED PROFILE HOOK ON BRACKET M12 JACKING BOLT WITH LOCK NUT LYSAGHT BONWEDGE CONCRETE MEGACOLUMN 45 x 90 MM STUD 10 MM PLASTERBOARD 45 x 70 MM HORIZONTAL BATTEN 45 x 90 MM BOTTOM PLATE EXTRUDED ALUMINIUM SKIRTING DUCT M16 ANCHOR BOLTS WITH NUT AND SPRING WASHER ALUMINIUM VERTICAL FIN AWS 168 SERIES THERMALLY BROKEN HORIZONTAL STACK JOINT VIRIDIAN PERFORMATECH PH08(60)CLR TOUGHENED LAMINATED DOUBLE GLAZING 400MM CHS STEEL COLUMN FIRE STOP SMOKE FLASHING 10 MM PLASTERBOARD CEILING RONDO 155 FURRING CHANNEL VIRIDIAN PERFORMATECH PH08(60)CLR TOUGHENED LAMINATED DOUBLE GLAZING HIDDEN ALUMINIUM PELMET VERMICULITE SPRAY 700 WB 150 STEEL BEAM STEEL PLATE WELDED TO BEAM M24 STEEL BOLTS 530 UB 82 STEEL BEAM RONDO 166 TOP CROSS RAIL BRACKET RONDO 121 5 MM GALVANISED ROD RONDO 188 WALL ANGLE BRACKET 45 x 120 MM TIMBER BATTEN M12 STEEL BOLT FLOOR SURFACE 45 x 70 MM HORIZONTAL BATTEN EXTRUDED ALUMINIUM SKIRTING DUCT 120 MM ANCHOR HTA-LE 50/30 CAST-IN CHANNEL WELDED TO CONCRETE SLAB EDGE ANGLE EXTRUDED ALUMINIUM SERRATED WASHER 45 x 45 MM BOTTOM PLATE STEEL ANGLE WELDED TO BEAM 400 MM THREADED ANCHOR BOLT REBAR ANCHOR 45 x 90 MM VERTICAL STUD 45 x 70 MM HORIZONTAL BATTEN 45 x 90 MM TOP PLATE AWS 168 SERIES THERMALLY BROKEN TRANSOM MONDOCLAD SOLID ALUMINIUM PANEL CLADDING 1 A4.2 1 A4.2 ALUMINIUM Z ANGLE SCREWED TO FOLDED ALUMINIUM CHANNEL SILICONE SEALANT AND FOAM BACKER ROD WATERPROOF MEMBRANE FOLDED ALUMINIUM CHANNEL SLAB EDGE ALUMINIUM PANEL NON-COMBUSTIBLE INSULATION BLACK POWDER COATED ALUMINIUM FOLDED BACK PAN VIRIDIAN COMFORTPLUS TOUGHENED LAMINATED GLAZING ALUMINIUM VERTICAL FIN AWS 168 SERIES THERMALLY BROKEN SPLIT MULLION HOOK ON BRACKET EXTRUDED ALUMINIUM J BRACKET WITH SLOTTED HOLES AND SERRATED PROFILE M12 JACKING BOLT WITH LOCK NUT 1305 EXTRUDED ALUMINIUM SILL 10 MM PLASTERBOARD RONDO 272 TOP CROSS RAIL ALUMINIUM PANEL CONCRETE SLAB BLACK POWDER COATED ALUMINIUM FOLDED BACK PAN VIRIDIAN COMFORTPLUS TOUGHENED LAMINATED GLAZING NON COMBUSTIBLE INSULATION LYSAGHT BONDEK MAIN FACADE & MEGACOLUMN CONNECTION 1:10 2 A4.2 1 A4.2 CURTAIN WALL CONNECTION SECTION 1:10 INSIDE OUTSIDE 168 FOLDED ALUMINIUM CHANNEL ALUMINIUM VERTICAL FIN MONDOCLAD SOLID ALUMINIUM PANEL CLADDING AWS 168 SERIES THERMALLY BROKEN SPLIT MULLION AWS 168 SERIES THERMALLY BROKEN TRANSOM AWS 168 SERIES THERMALLY BROKEN HORIZONTAL STACK JOINT AWS 168 SERIES THERMALLY BROKEN SPLIT MULLION MONDOCLAD SOLID ALUMINIUM PANEL CLADDING AWS 168 SERIES THERMALLY BROKEN TRANSOM FIXED ALUMINIUM LOUVRE 800335 AWS 168 SERIES THERMALLY BROKEN HORIZONTAL STACK JOINT FOLDED ALUMINIUM CHANNEL VIRIDIAN PERFORMATECH PH08(60)CLR TOUGHENED LAMINATED DOUBLE GLAZING AWS 168 SERIES THERMALLY BROKEN SPLIT MULLION CONCRETE MEGACOLUMN MONDOCLAD SOLID ALUMINIUM PANEL CLADDING EXTRUDED ALUMINIUM SILL ALUMINIUM VERTICAL FIN 1500 530 UB 82 STEEL BEAM SUSPENDED CEILING SYSTEM 700 WB 150 STEEL BEAM 1325 1325 1325 1325 C1 C1 V1 V1 S1 S1 V1 V1 S1 S1 C1 C1 S1 S1 V1 V1 S1 S1 V1 V1 S1 S1 V1 V1 S1 S1 V1 V1 S1 S1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 C1 C1 C1 C1 V1 V1 ALUMINIUM VERTICAL FIN 400MM CHS STEEL COLUMN ALUMINIUM CLADDING OVER CONCRETE MEGACOLUMN HIDDEN ALUMINIUM PELMET VIRIDIAN PERFORMATECH PH08(60)CLR TOUGHENED LAMINATED DOUBLE GLAZING AWS 168 SERIES THERMALLY BROKEN HORIZONTAL STACK JOINT AWS 168 SERIES THERMALLY BROKEN TRANSOM SMOKE FLASHING FLOOR SURFACE EXTRUDED ALUMINIUM SILL HTA-LE 50/30 CAST-IN CHANNEL WELDED TO CONCRETE SLAB EDGE ANGLE STEEL ANGLE WELDED TO BEAM STUD WALL HOOK ON BRACKET SYSTEM FIRE STOP NON COMBUSTIBLE INSULATION BLACK POWDER COATED ALUMINIUM FOLDED BACK PAN LYSAGHT BONDEK & CONCRETE SLAB VIRIDIAN COMFORTPLUS TOUGHENED LAMINATED GLAZING VIRIDIAN PERFORMATECH PH08(60)CLR TOUGHENED LAMINATED DOUBLE GLAZING AWS 168 SERIES THERMALLY BROKEN HORIZONTAL STACK JOINT AWS 168 SERIES THERMALLY BROKEN TRANSOM SMOKE FLASHING FLOOR SURFACE EXTRUDED ALUMINIUM SILL HTA-LE 50/30 CAST-IN CHANNEL WELDED TO CONCRETE SLAB EDGE ANGLE STEEL ANGLE WELDED TO BEAM STUD WALL HOOK ON BRACKET SYSTEM FIRE STOP NON COMBUSTIBLE INSULATION BLACK POWDER COATED ALUMINIUM FOLDED BACK PAN LYSAGHT BONDEK & CONCRETE SLAB VIRIDIAN COMFORTPLUS TOUGHENED LAMINATED GLAZING 700 WB 150 STEEL BEAM SUSPENDED CEILING SYSTEM HIDDEN ALUMINIUM PELMET FIXED ALUMINIUM LOUVRE 4000 4000 1935 4000 4000 2675 2065 2065 2065 2675 1935 1500 1500 1500 1145 2065 1 A4.2 3 A4.1 2 A4.1 MAIN FACADE PLAN 1:40 MAIN FACADE SECTION 1:40 1 A4.1 MAIN FACADE ELEVATION 1:40 2 A4.2 INSIDE OUTSIDE 4 A4.2 V1 4000 x 1500 MM CURTAIN WALL UNIT 4000 x 1500 MM CURTAIN WALL UNIT 168 FOLDED ALUMINIUM CHANNEL ALUMINIUM VERTICAL FIN MONDOCLAD SOLID ALUMINIUM PANEL CLADDING AWS 168 SERIES THERMALLY BROKEN SPLIT MULLION AWS 168 SERIES THERMALLY BROKEN TRANSOM AWS 168 SERIES THERMALLY BROKEN HORIZONTAL STACK JOINT AWS 168 SERIES THERMALLY BROKEN SPLIT MULLION MONDOCLAD SOLID ALUMINIUM PANEL CLADDING AWS 168 SERIES THERMALLY BROKEN TRANSOM FIXED ALUMINIUM LOUVRE 800335 AWS 168 SERIES THERMALLY BROKEN HORIZONTAL STACK JOINT FOLDED ALUMINIUM CHANNEL VIRIDIAN PERFORMATECH PH08(60)CLR TOUGHENED LAMINATED DOUBLE GLAZING AWS 168 SERIES THERMALLY BROKEN SPLIT MULLION CONCRETE MEGACOLUMN MONDOCLAD SOLID ALUMINIUM PANEL CLADDING EXTRUDED ALUMINIUM SILL ALUMINIUM VERTICAL FIN 1500 530 UB 82 STEEL BEAM SUSPENDED CEILING SYSTEM 700 WB 150 STEEL BEAM 1325 1325 1325 1325 C1 C1 V1 V1 S1 S1 V1 V1 S1 S1 C1 C1 S1 S1 V1 V1 S1 S1 V1 V1 S1 S1 V1 V1 S1 S1 V1 V1 S1 S1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 C1 C1 C1 C1 V1 V1 ALUMINIUM VERTICAL FIN 400MM CHS STEEL COLUMN ALUMINIUM CLADDING OVER CONCRETE MEGACOLUMN HIDDEN ALUMINIUM PELMET VIRIDIAN PERFORMATECH PH08(60)CLR TOUGHENED LAMINATED DOUBLE GLAZING AWS 168 SERIES THERMALLY BROKEN HORIZONTAL STACK JOINT AWS 168 SERIES THERMALLY BROKEN TRANSOM SMOKE FLASHING FLOOR SURFACE EXTRUDED ALUMINIUM SILL HTA-LE 50/30 CAST-IN CHANNEL WELDED TO CONCRETE SLAB EDGE ANGLE STEEL ANGLE WELDED TO BEAM STUD WALL HOOK ON BRACKET SYSTEM FIRE STOP NON COMBUSTIBLE INSULATION BLACK POWDER COATED ALUMINIUM FOLDED BACK PAN LYSAGHT BONDEK & CONCRETE SLAB VIRIDIAN COMFORTPLUS TOUGHENED LAMINATED GLAZING VIRIDIAN PERFORMATECH PH08(60)CLR TOUGHENED LAMINATED DOUBLE GLAZING AWS 168 SERIES THERMALLY BROKEN HORIZONTAL STACK JOINT AWS 168 SERIES THERMALLY BROKEN TRANSOM SMOKE FLASHING FLOOR SURFACE EXTRUDED ALUMINIUM SILL HTA-LE 50/30 CAST-IN CHANNEL WELDED TO CONCRETE SLAB EDGE ANGLE STEEL ANGLE WELDED TO BEAM STUD WALL HOOK ON BRACKET SYSTEM FIRE STOP NON COMBUSTIBLE INSULATION BLACK POWDER COATED ALUMINIUM FOLDED BACK PAN LYSAGHT BONDEK & CONCRETE SLAB VIRIDIAN COMFORTPLUS TOUGHENED LAMINATED GLAZING 700 WB 150 STEEL BEAM SUSPENDED CEILING SYSTEM HIDDEN ALUMINIUM PELMET FIXED ALUMINIUM LOUVRE 4000 4000 1935 4000 4000 2675 2065 2065 2065 2675 1935 1500 1500 1500 1145 2065 1 A4.2 3 A4.1 2 A4.1 MAIN FACADE PLAN 1:40 MAIN FACADE SECTION 1:40 1 A4.1 MAIN FACADE ELEVATION 1:40 2 A4.2 INSIDE OUTSIDE 4 A4.2 V1 4000 1500 MM CURTAIN WALL UNIT 4000 1500 MM CURTAIN WALL UNIT MAIN FACADE ELEVATION 1:80 1 MAIN FACADE PLAN 1:80 2 MAIN FACADE SECTION 1:80 3 CURTAIN WALL CONNECTION SECTION 1:20 4
CONSTRUCTION ANALYSIS
MVRDV - BOOK MOUNTAIN
MVRDV’s Book Mountain Library in Spijkenisse, Netherlands, is analysed through elevation, section, and isometric projection drawings. My focus is on how different materials and components relate to one another
23
ELEVATION 1:70 SECTION 1:70
ISOMETRIC PROJECTION 1:70
STRUCTURAL DIAGRAMS 1:1000
TERRACE HOUSE EXTENSION DOCUMENTATION
Documentation for a project I worked on while at Studio Ester. I was responsible for the documentation and detail design of the project from the schematic design stage through to the building permit stage, with oversight from Anna Power.
The project is for the extension and renovation of small terrace house in inner Melbourne. The living area at the rear of the building has been redesigned to be more open and connected to the back yard though the addition of two new protrusions away from the building.
PLASTERBOARD PAINTED AS PER SCHEDULE CORROSION RESISTANT METAL FLASHING AS TYPICAL MINIMUM DEPTH COLORBOND CAPPING PLASTERBOARD CEILING PAINTED AS PER SCHEDULE CONCRETE SLAB AS PER ENGINEER DRAWINGS SELECTED TILE FLOORING AS PER SCHEDULE FIBRE GLASS BATT R2.5 PLUS FOIL WITH EMISSIVITY OF 0.4/0.9 REFLECTIVE FOIL SELECTED EXTERNAL CLADDING AS PER SCHEDULE SKYLIGHT. REFER TO WINDOW SCHEDULE FOR DETAILS 01 SK PLASTERBOARD PAINTED AS PER SCHEDULE SELECTED SKIRTING PAINTED AS PER SCHEDULE 01TL 1°FALL STRUCTURAL FRAMING REFER TO STRUCTURAL ENG DWG FOR DETAILS 02 D DOOR. REFER TO DOOR SCHEDULE FOR DETAILS FFL 45.24 FCL 47.98 FCL 47.64 EQUAL TO BRADFORD INSULATION BATTS HI-PERFORMANCE GOLD CEILING BATTS, PLUS SARKING 300MM WIDE BOX GUTTER MIN. 100MM DEEP @ 1:100 FALL WITH OVERFLOWS PARAPET 48.14 CURVED PLASTERBOARD CEILING PAINTED AS PER SCHEDULE NGL CONFIRM THICKNESS OF WALL W/ STRUCTURAL ENGINEER ON SITE TO CONFIRM SIZE OF TOP PLATE STRUCTURAL FRAMING REFER TO STRUCTURAL ENG DWG FOR DETAILS 10MM PLASTERBOARD PAINTED AS PER SCHEDULE CORROSION RESISTANT METAL FLASHING AS TYPICAL MINIMUM DEPTH COLORBOND CAPPING PLASTERBOARD CEILING PAINTED AS PER SCHEDULE FFL 45.24 FCL 47.64 CONCRETE SLAB AS PER ENGINEER DRAWINGS SELECTED TILE FLOORING AS PER SCHEDULE INSULATION AS PER SCHEDULE SELECTED EXTERNAL CLADDING AS PER SCHEDULE SKYLIGHT. REFER TO WINDOW SCHEDULE FOR DETAILS 01 SK PLASTERBOARD PAINTED AS PER SCHEDULE SELECTED SKIRTING PAINTED AS PER SCHEDULE 01TL PARAPET 48.14 SELECTED HARDIE SMART BOUNDARY WALL SYSTEM WITH 60/60/60 FRL NGL STRUCTURAL FRAMING REFER TO STRUCTURAL ENG DWG FOR DETAILS CORROSION RESISTANT METAL FLASHING AS TYPICAL MINIMUM DEPTH COLORBOND CAPPING SKYLIGHT. REFER TO WINDOW SCHEDULE FOR DETAILS 01 SK PLASTERBOARD PAINTED AS PER SCHEDULE PLASTERBOARD CEILING PAINTED AS PER SCHEDULE PLASTERBOARD PAINTED AS PER SCHEDULE FIBRE GLASS BATT R2.5 PLUS FOIL WITH EMISSIVITY OF 0.4/0.9 REFLECTIVE FOIL SELECTED EXTERNAL CLADDING AS PER SCHEDULE CONCRETE SLAB AS PER ENGINEER DRAWINGS SELECTED TILE FLOORING AS PER SCHEDULE SELECTED SKIRTING PAINTED AS PER SCHEDULE 01TL FFL 45.24 FCL 47.64 STEEL ANGLE SECTION PARAPET 48.14 NGL STRUCTURAL FRAMING REFER TO STRUCTURAL ENG DWG FOR DETAILS
REVISION PROPOSED DRAWINGS PROPOSED DETAIL SECTION 01 01 FOR CONSTRUCTION PROJECT 2108 CLIENT SCALE DATE PROPOSED ALTERATIONS & ADDITIONS TO 15 GRATTAN STREET CARLTON VIC 3053 MARIE-LIESSE AND LUDOVIC LABAT 1:20 @A3 11 01 22 PROPOSED DETAIL SECTION 02 02 CONTRACTOR TO CHECK ALL EXISTING DIMENSIONS AND SETOUT POINT ON SITE PRIOR TO COMMENCING THE WORKS. CONTACT ARCHITECT TO CONFIRM DIMENSIONS SHOULD THERE BE DISCREPANCIES IN DRAWINGS. REV.A REV.A A WALL FINISHES UPDATED 13.05.2022 UNDER SLAB INS. ADDED B VALUE MANAGEMENT 14.09.2022 REV.B REV.B REV.B REV.B NOTE ALLBOXGUTTERSTOBE300MMWIDEX100MMDEEP.TOCOMPLYWITHAS/NZS3500.3.ALLDOWNPIPESTOBE 90MM DIA CONNECT ALL DOWNPIPES TO STORMWATER AS SHOWN IN WD108. PROVIDE RAINWATER HEAD WITH AN OVERFLOW PROVISION WATERPROOFING OF WET AREAS TO COMPLY WITH BCA AND AS-3740. FINISHES TO COMPLY WITH AS-3740. PROVIDE PLIABLE BUILDING MEMBRANE (WATER BARRIER) IN ALL EXTERNAL WALL MUST BE IN ACCORDANCE WITH AS/NZS 4200.1 REV.C C GUTTER MADE SMALLER 14.09.2022 FFL 45.24 FCL 47.64 CORROSION RESISTANT METAL FLASHING AS TYPICAL CAPPING BRICK CONSTRUCTION PLASTERBOARD PAINTED AS PER SCHEDULE FIBRE GLASS BATT R2.5 PLUS FOIL WITH EMISSIVITY OF 0.4/0.9 REFLECTIVE FOIL 40MM CAVITY PAINTED BRICK WALL AS PER SCHEDULE 300MM WIDE BOX GUTTER MIN. 100MM DEEP @ 1:100 FALL WITH OVERFLOWS BRICK VENEER WALL W/ 60/60/60 FRL CONCRETE SLAB AS PER ENGINEER DRAWINGS SELECTED TILE FLOORING AS PER SCHEDULE SELECTED SKIRTING PAINTED AS PER SCHEDULE 01TL ROOF AS PER SCHEDULE AT MINIMUM FALL EQUAL TO BRADFORD INSULATION BATTS HI-PERFORMANCE GOLD CEILING BATTS, PLUS SARKING GROUT FILL BASE OF CAVITY WEEP HOLE EVERY THIRD PERPEND CORROSION RESISTANT METAL FLASHING AS TYPICAL WEATHER BARRIER PARAPET 48.14 STRUCTURAL FRAMING REFER TO STRUCTURAL ENG DWG FOR DETAILS PLASTERBOARD CEILING PAINTED AS PER SCHEDULE NGL BUILDER TO CONFIRM NGL LEVEL ON SITE FFL 45.24 FCL 47.64 PARAPET 48.14 1°FALL CONCRETE SLAB AS PER ENGINEER DRAWINGS SELECTED TILE FLOORING AS PER SCHEDULE 01TL SELECTED METAL ROOFING AT MINIMUM FALL STRUCTURAL FRAMING REFER TO STRUCTURAL ENG DWG FOR DETAILS CORROSION RESISTANT METAL FLASHING AS TYPICAL CEILING REPLACED WITH NEW PLASTERBOARD AND PAINTED AS PER SCHEDULE FFL 45.24 FCL 47.98 FCL 47.64 EQUAL TO BRADFORD INSULATION BATTS HI-PERFORMANCE GOLD CEILING BATTS, PLUS SARKING PARAPET 48.14 PLASTERBOARD CEILING PAINTED AS PER SCHEDULE PLASTERBOARD PAINTED AS PER SCHEDULE PLASTERBOARD PAINTED AS PER SCHEDULE 05 W CORROSION RESISTANT METAL FLASHING AS TYPICAL MINIMUM DEPTH COLORBOND CAPPING WINDOW. REFER TO WINDOW SCHEDULE FOR DETAILS CONCRETE SLAB AS PER ENGINEER DRAWINGS SELECTED TILE FLOORING AS PER SCHEDULE 01TL ROOF AS PER SCHEDULE AT MINIMUM FALL EQUAL TO BRADFORD INSULATION BATTS HI-PERFORMANCE GOLD CEILING BATTS, PLUS SARKING STRUCTURAL FRAMING REFER TO STRUCTURAL ENG DWG FOR DETAILS SELECTED EXTERNAL CLADDING AS PER SCHEDULE FFL 45.24 FCL 47.64 PARAPET 48.14 PLASTERBOARD CEILING PAINTED AS PER SCHEDULE NGL REVISION FOR CONSTRUCTION PROJECT 2108 CLIENT SCALE DATE PROPOSED ALTERATIONS & ADDITIONS TO 15 GRATTAN STREET CARLTON VIC 3053 MARIE-LIESSE AND LUDOVIC LABAT 1:20 @A3 11 01 22 PROPOSED DETAIL SECTION 03 01 PROPOSED DETAIL SECTION 04 02 CONTRACTOR TO CHECK ALL EXISTING DIMENSIONS AND SETOUT POINT ON SITE PRIOR TO COMMENCING THE WORKS. CONTACT ARCHITECT TO CONFIRM DIMENSIONS SHOULD THERE BE DISCREPANCIES IN DRAWINGS. REV.A A WALL FINISHES UPDATED UNDER SLAB INS. ADDED B VALUE MANAGEMENT REV.B REV.B REV.B REV.B REV.B REV.B REV.B REV.B NOTE ALL BOX GUTTERS TO BE 300MM 90MM DIA CONNECT ALL DOWNPIPES TO STORMWATER PROVIDE RAINWATER HEAD WITH WATERPROOFING OF WET AREAS PROVIDE PLIABLE BUILDING MEMBRANE AS/NZS 4200.1 REV.C C WALL FINISH UPDATE REV.C PLASTERBOARD PAINTED AS PER SCHEDULE CORROSION RESISTANT METAL FLASHING AS TYPICAL MINIMUM DEPTH COLORBOND CAPPING PLASTERBOARD CEILING PAINTED AS PER SCHEDULE CONCRETE SLAB AS PER ENGINEER DRAWINGS SELECTED TILE FLOORING AS PER SCHEDULE FIBRE GLASS BATT R2.5 PLUS FOIL WITH EMISSIVITY OF 0.4/0.9 REFLECTIVE FOIL SELECTED EXTERNAL CLADDING AS PER SCHEDULE SKYLIGHT. REFER TO WINDOW SCHEDULE FOR DETAILS 01 SK PLASTERBOARD PAINTED AS PER SCHEDULE SELECTED SKIRTING PAINTED AS PER SCHEDULE 01TL 1°FALL STRUCTURAL FRAMING REFER TO STRUCTURAL ENG DWG FOR DETAILS 02 D DOOR. REFER TO DOOR SCHEDULE FOR DETAILS 45.24 47.98 47.64 EQUAL TO BRADFORD INSULATION BATTS HI-PERFORMANCE GOLD CEILING BATTS, PLUS SARKING 300MM WIDE BOX GUTTER MIN. 100MM DEEP @ 1:100 FALL WITH OVERFLOWS PARAPET 48.14 CURVED PLASTERBOARD CEILING PAINTED AS PER SCHEDULE NGL CONFIRM THICKNESS OF WALL W/ STRUCTURAL ENGINEER ON SITE TO CONFIRM SIZE OF TOP PLATE STRUCTURAL FRAMING REFER TO STRUCTURAL ENG DWG FOR DETAILS 10MM PLASTERBOARD PAINTED AS PER SCHEDULE CORROSION RESISTANT METAL FLASHING AS TYPICAL MINIMUM DEPTH COLORBOND CAPPING PLASTERBOARD CEILING PAINTED AS PER SCHEDULE FFL 45.24 FCL 47.64 CONCRETE SLAB AS PER ENGINEER DRAWINGS SELECTED TILE FLOORING AS PER SCHEDULE INSULATION AS PER SCHEDULE SELECTED EXTERNAL CLADDING AS PER SCHEDULE SKYLIGHT. REFER TO WINDOW SCHEDULE FOR DETAILS 01 SK PLASTERBOARD PAINTED AS PER SCHEDULE SELECTED SKIRTING PAINTED AS PER SCHEDULE 01TL PARAPET 48.14 SELECTED HARDIE SMART BOUNDARY WALL SYSTEM WITH 60/60/60 FRL NGL STRUCTURAL FRAMING REFER TO STRUCTURAL ENG DWG FOR DETAILS CORROSION RESISTANT METAL FLASHING AS TYPICAL MINIMUM DEPTH COLORBOND CAPPING SKYLIGHT. REFER TO WINDOW SCHEDULE FOR DETAILS 01 SK PLASTERBOARD PAINTED AS PER SCHEDULE PLASTERBOARD CEILING PAINTED AS PER SCHEDULE PLASTERBOARD PAINTED AS PER SCHEDULE FIBRE GLASS BATT R2.5 PLUS FOIL WITH EMISSIVITY OF 0.4/0.9 REFLECTIVE FOIL SELECTED EXTERNAL CLADDING AS PER SCHEDULE CONCRETE SLAB AS PER ENGINEER DRAWINGS SELECTED TILE FLOORING AS PER SCHEDULE SELECTED SKIRTING PAINTED AS PER SCHEDULE 01TL FFL 45.24 FCL 47.64 STEEL ANGLE SECTION PARAPET 48.14 NGL STRUCTURAL FRAMING REFER TO STRUCTURAL ENG DWG FOR DETAILS WD401C REVISION PROPOSED DRAWINGS PROPOSED DETAIL SECTION 01 FOR CONSTRUCTION PROJECT 2108 CLIENT SCALE DATE PROPOSED ALTERATIONS & ADDITIONS TO 15 GRATTAN STREET CARLTON VIC 3053 MARIE-LIESSE AND LUDOVIC LABAT 1:20 @A3 11 01 22 PROPOSED DETAIL SECTION 02 02 CONTRACTOR TO CHECK ALL EXISTING DIMENSIONS AND SETOUT POINT ON SITE PRIOR TO COMMENCING THE WORKS. CONTACT ARCHITECT TO CONFIRM DIMENSIONS SHOULD THERE BE DISCREPANCIES IN DRAWINGS. REV.A REV.A A WALL FINISHES UPDATED 13.05.2022 UNDER SLAB INS. ADDED B VALUE MANAGEMENT 14.09.2022 REV.B REV.B REV.B REV.B NOTE ALLBOXGUTTERSTOBE300MMWIDEX100MMDEEP.TOCOMPLYWITHAS/NZS3500.3.ALLDOWNPIPESTOBE 90MM DIA CONNECT ALL DOWNPIPES TO STORMWATER AS SHOWN IN WD108. PROVIDE RAINWATER HEAD WITH AN OVERFLOW PROVISION WATERPROOFING OF WET AREAS TO COMPLY WITH BCA AND AS-3740. FINISHES TO COMPLY WITH AS-3740. PROVIDE PLIABLE BUILDING MEMBRANE (WATER BARRIER) IN ALL EXTERNAL WALL MUST BE IN ACCORDANCE WITH AS/NZS 4200.1 REV.C C GUTTER MADE SMALLER 14.09.2022 FFL 45.24 FCL 47.64 CORROSION RESISTANT METAL FLASHING AS TYPICAL CAPPING BRICK CONSTRUCTION PLASTERBOARD PAINTED AS PER SCHEDULE FIBRE GLASS BATT R2.5 PLUS FOIL WITH EMISSIVITY OF 0.4/0.9 REFLECTIVE FOIL 40MM CAVITY PAINTED BRICK WALL AS PER SCHEDULE 300MM WIDE BOX GUTTER MIN. 100MM DEEP @ 1:100 FALL WITH OVERFLOWS BRICK VENEER WALL W/ 60/60/60 FRL CONCRETE SLAB AS PER ENGINEER DRAWINGS SELECTED TILE FLOORING AS PER SCHEDULE SELECTED SKIRTING PAINTED AS PER SCHEDULE 01TL ROOF AS PER SCHEDULE AT MINIMUM FALL EQUAL TO BRADFORD INSULATION BATTS HI-PERFORMANCE GOLD CEILING BATTS, PLUS SARKING GROUT FILL BASE OF CAVITY WEEP HOLE EVERY THIRD PERPEND CORROSION RESISTANT METAL FLASHING AS TYPICAL WEATHER BARRIER PARAPET 48.14 STRUCTURAL FRAMING REFER TO STRUCTURAL ENG DWG FOR DETAILS PLASTERBOARD CEILING PAINTED AS PER SCHEDULE NGL BUILDER TO CONFIRM NGL LEVEL ON SITE FFL 45.24 FCL 47.64 PARAPET 48.14 1°FALL CONCRETE SLAB AS PER ENGINEER DRAWINGS SELECTED TILE FLOORING AS PER SCHEDULE 01TL SELECTED METAL ROOFING AT MINIMUM FALL STRUCTURAL FRAMING REFER TO STRUCTURAL ENG DWG FOR DETAILS CORROSION RESISTANT METAL FLASHING AS TYPICAL CEILING REPLACED WITH NEW PLASTERBOARD AND PAINTED AS PER SCHEDULE FFL 45.24 FCL 47.98 FCL 47.64 EQUAL TO BRADFORD INSULATION BATTS HI-PERFORMANCE GOLD CEILING BATTS, PLUS SARKING PARAPET 48.14 PLASTERBOARD CEILING PAINTED AS PER SCHEDULE PLASTERBOARD PAINTED AS PER SCHEDULE PLASTERBOARD PAINTED AS PER SCHEDULE 05 W CORROSION RESISTANT METAL FLASHING AS TYPICAL MINIMUM DEPTH COLORBOND CAPPING WINDOW. REFER TO WINDOW SCHEDULE FOR DETAILS CONCRETE SLAB AS PER ENGINEER DRAWINGS SELECTED TILE FLOORING AS PER SCHEDULE 01TL ROOF AS PER SCHEDULE AT MINIMUM FALL EQUAL TO BRADFORD INSULATION BATTS HI-PERFORMANCE GOLD CEILING BATTS, PLUS SARKING STRUCTURAL FRAMING REFER TO STRUCTURAL ENG DWG FOR DETAILS SELECTED EXTERNAL CLADDING AS PER SCHEDULE FFL 45.24 FCL 47.64 PARAPET 48.14 PLASTERBOARD CEILING PAINTED AS PER SCHEDULE NGL REVISION FOR CONSTRUCTION PROJECT 2108 CLIENT SCALE DATE PROPOSED ALTERATIONS & ADDITIONS TO 15 GRATTAN STREET CARLTON VIC 3053 MARIE-LIESSE AND LUDOVIC LABAT @A3 11 01 22 PROPOSED DETAIL SECTION 03 01 PROPOSED DETAIL SECTION 04 02 CONTRACTOR TO CHECK ALL EXISTING DIMENSIONS AND SETOUT POINT ON SITE PRIOR TO COMMENCING THE WORKS. CONTACT ARCHITECT TO CONFIRM DIMENSIONS SHOULD THERE BE DISCREPANCIES IN DRAWINGS. REV.A A WALL FINISHES UPDATED UNDER SLAB INS. B VALUE MANAGEMENT REV.B REV.B REV.B REV.B REV.B REV.B REV.B REV.B NOTE ALL BOX GUTTERS TO BE 90MM DIA CONNECT ALL DOWNPIPES PROVIDE RAINWATER HEAD WATERPROOFING OF WET PROVIDE PLIABLE BUILDING AS/NZS 4200.1 REV.C C WALL FINISH UPDATE REV.C FFL 45.24 FCL 47.64 CORROSION RESISTANT METAL FLASHING AS TYPICAL CAPPING BRICK CONSTRUCTION PLASTERBOARD PAINTED AS PER SCHEDULE FIBRE GLASS BATT R2.5 PLUS FOIL WITH EMISSIVITY OF 0.4/0.9 REFLECTIVE FOIL 40MM CAVITY PAINTED BRICK WALL AS PER SCHEDULE 300MM WIDE BOX GUTTER MIN. 100MM DEEP @ 1:100 FALL WITH OVERFLOWS BRICK VENEER WALL W/ 60/60/60 FRL CONCRETE SLAB AS PER ENGINEER DRAWINGS SELECTED TILE FLOORING AS PER SCHEDULE SELECTED SKIRTING PAINTED AS PER SCHEDULE 01TL ROOF AS PER SCHEDULE AT MINIMUM FALL EQUAL TO BRADFORD INSULATION BATTS HI-PERFORMANCE GOLD CEILING BATTS, PLUS SARKING GROUT FILL BASE OF CAVITY WEEP HOLE EVERY THIRD PERPEND CORROSION RESISTANT METAL FLASHING AS TYPICAL WEATHER BARRIER PARAPET 48.14 STRUCTURAL FRAMING REFER TO STRUCTURAL ENG DWG FOR DETAILS PLASTERBOARD CEILING PAINTED AS PER SCHEDULE NGL BUILDER TO CONFIRM NGL LEVEL ON SITE FFL 45.24 FCL 47.64 PARAPET 48.14 1°FALL CONCRETE SLAB AS PER ENGINEER DRAWINGS SELECTED TILE FLOORING AS PER SCHEDULE 01TL SELECTED METAL ROOFING AT MINIMUM FALL STRUCTURAL FRAMING REFER TO STRUCTURAL ENG DWG FOR DETAILS CORROSION RESISTANT METAL FLASHING AS TYPICAL CEILING REPLACED WITH NEW PLASTERBOARD AND PAINTED AS PER SCHEDULE FFL 45.24 FCL 47.98 FCL 47.64 EQUAL TO BRADFORD INSULATION BATTS HI-PERFORMANCE GOLD CEILING BATTS, PLUS SARKING PARAPET 48.14 PLASTERBOARD CEILING PAINTED AS PER SCHEDULE PLASTERBOARD PAINTED AS PER SCHEDULE PLASTERBOARD PAINTED AS PER SCHEDULE 05 W CORROSION RESISTANT METAL FLASHING AS TYPICAL MINIMUM DEPTH COLORBOND CAPPING WINDOW. REFER TO WINDOW SCHEDULE FOR DETAILS CONCRETE SLAB AS PER ENGINEER DRAWINGS SELECTED TILE FLOORING AS PER SCHEDULE 01TL ROOF AS PER SCHEDULE AT MINIMUM FALL EQUAL TO BRADFORD INSULATION BATTS HI-PERFORMANCE GOLD CEILING BATTS, PLUS SARKING STRUCTURAL FRAMING REFER TO STRUCTURAL ENG DWG FOR DETAILS SELECTED EXTERNAL CLADDING AS PER SCHEDULE FFL 45.24 FCL 47.64 PARAPET 48.14 PLASTERBOARD CEILING PAINTED AS PER SCHEDULE NGL REVISION FOR CONSTRUCTION PROJECT 2108 CLIENT SCALE DATE PROPOSED ALTERATIONS & ADDITIONS TO 15 GRATTAN STREET CARLTON VIC 3053 MARIE-LIESSE AND LUDOVIC LABAT 1:20 @A3 11 01 22 PROPOSED DETAIL SECTION 03 01 PROPOSED DETAIL SECTION 04 02 CONTRACTOR TO CHECK ALL EXISTING DIMENSIONS AND SETOUT POINT ON SITE PRIOR TO COMMENCING THE WORKS. CONTACT ARCHITECT TO CONFIRM DIMENSIONS SHOULD THERE BE DISCREPANCIES IN DRAWINGS. REV.A A WALL FINISHES UPDATED UNDER SLAB INS. B VALUE MANAGEMENT REV.B REV.B REV.B REV.B REV.B REV.B REV.B REV.B NOTE ALL BOX GUTTERS TO BE 90MM DIA CONNECT ALL DOWNPIPES PROVIDE RAINWATER WATERPROOFING OF WET PROVIDE PLIABLE BUILDING AS/NZS 4200.1 REV.C C WALL FINISH UPDATE REV.C 24 PROPOSED DETAIL SECTION 01 1:30 1 PROPOSED DETAIL SECTION 02 1:30 2 PROPOSED DETAIL SECTION 03 1:30 3 PROPOSED DETAIL SECTION 04 1:30 4 PROPOSED DETAIL SECTION 05 1:30 5
WD401C
ROOF BELOW EXISTING PRIVATE OPEN SPACE EXISTING WATER TANK RAINWATER GARDEN 1 SQM RL45.08 RL45.11 RL45.09 45.14 45.18 45.21 45.01 45.11 44.72 44.61 45.11 E R S K I N E L A N E EXISTING 2.6 M HIGH TIMBER PALING FENCE BLUESTONE ROAD TL 01 DINING TL 01 KITCHEN TL 01 LOUNGE TL 01 POWDER 02 D 01 D 03 W 05 W 01 W 03 D 2650 C.O.S SETBACK B 301 A 300 B 301 BRICK VENEER WALL 02 W EXISTING LINTEL LINTEL LINTEL BEAM BEAM BEAM 400 2 400 1 RL45.08 RL45.10 2 402 2 402 2 401 2 401 EXISTING SWITCHB/D BELOW STAIRCASE TL 01 LAUNDRY DP DP CEILING LINE ABOVE NEW SKYLIGHT ABOVE COL COL EXISTING WINDOW LOWER PORTION GLASS TO BE REPLACED EX.DP RAINWATER TANK TO BE CONNECTED TO TOILET. 3275 WALL ON BOUNDARY 3060 C.O.S 685 SETBACK BEAM AT 2400MM ABOVE FFL PANTRY FRIDGE EXISTING DOOR AND FRAME TO BE REPLACED WITH PLASTERBOARD OPENING CEILING LINE ABOVE CEILING LINE ABOVE 1050 07 D EXISTING
ACCOMMODATE RAINWATER GARDEN
NEW CONSTRUCTION EXISTING GARDEN BEDS TO BE MODIFIED TO ACCOMMODATE NEW CONSTRUCTION PAV 01 PAV 01 EXISTING LINTEL ABOVE EXISTING 2.6 M HIGH TIMBER PALING FENCE RAMP UP. SLIP RATING NOT LESS THAN P4 OR R10. EXISTING CORRIDOR RL45.08 SELECTED HARDIE SMART BOUNDARY WALL SYSTEM WITH 60/60/60 FRL EXISTING RAINWATER TANK TO BE RETAINED IN CONTRACT WORKS EXISTING CONNECTION BETWEEN CARPORT ROOF AND WATER TANK TO BE RETAINED IN CONTRACT WORKS 0°02' 20.88 179°52' 41.02 TITLE BOUNDARY TITLE BOUNDARY 13245 SETBACK 11935 SETBACK UNPAVED AREA CENTRE OF EXTENSION TO ALIGN WITH CENTRE OF EXISTING OPENING CL PROPOSED LINTEL ABOVE EXISTING CARPORT NEW ROLLER DOOR NGL44.91 44.79 NGL44.83 44.86 EXISTING BRICK WALL EXISTING TIMBER PALING FENCE TO BE RETAINED EASEMENT EASEMENT A 300 EXISTING POSTS TO BE RETAINED EXISTING SHED TO BE RETAINED IN CONTRACT WORKS EXISTING CARPORT TO BE RETAINED IN CONTRACT WORKS CONTRACT WORKS WILL NOT INCLUDE A NEW CARPORT. ANY FUTURE CARPORT WILL BE ATTACHED TO STORM WATER AS SHOWN IN ENDORSED DRAWING. RAINWATER GARDEN WILL BE LOCATED AS SHOWN IN ENDORSED DRAWING. 16.05 359°40' TITLE BOUNDARY SCALE DATE WD104E REVISION PROPOSED DRAWINGS PROPOSED PLAN - GROUND FLOOR 01 FOR CONSTRUCTION 1:50 @A3 PROJECT 2108 CLIENT PROPOSED ALTERATIONS & ADDITIONS TO 15 GRATTAN STREET CARLTON VIC 3053 MARIE-LIESSE AND LUDOVIC LABAT WALL TO BE DEMOLISHED WALL TO BE RETAINED ABOVE/ BELOW PROPERTY BOUNDARY 1 2 3 4 LEGEND SITE INFORMATION SITE AREA: 264 SQM EXISTING SITE COVERAGE:58.3 % EXISTING PERMEABILITY:15.2 % PROPOSED SITE COVERAGE:55.3 % PROPOSED PERMEABILITY:14.8 % EXISTING WALL TO BE DEMOLISHED. EXISTING DOOR/ WINDOW TO BE DEMOLISHED. EXISTING JOINERY/ FIXTURE/ FITTING TO BE DEMOLISHED. EXISTING ROOF/ GUTTER TO BE DEMOLISHED 11 - 01 - 22 CONTRACTOR TO CHECK ALL EXISTING DIMENSIONS AND SETOUT POINT ON SITE PRIOR TO COMMENCING THE WORKS. CONTACT ARCHITECT TO CONFIRM DIMENSIONS SHOULD THERE BE DISCREPANCIES IN DRAWINGS. A MISSING COLUMNS ADDED BEAM LOCATION MOVED 16.05.2022 B REPLACED EXISTING ROLLER DOOR 23.05.2022 REV.B C VALUE MANAGEMENT 19.08.2022 REV.C REV.C REV.C REV.C REV.C REV.C REV.C REV.C REV.D REV.D D UPDATED STRUCTURE, LANDSCAPE AND 07.10.2022 ANNOTATIONS REV.D NOTE ALLBOXGUTTERSTOBE300MMWIDEX100MMDEEP.TOCOMPLYWITHAS/NZS3500.3.ALLDOWNPIPESTOBE 90MM DIA CONNECT ALL DOWNPIPES TO STORMWATER AS SHOWN IN WD108. PROVIDE RAINWATER HEAD WITH AN OVERFLOW PROVISION WATERPROOFING OF WET AREAS TO COMPLY WITH BCA AND AS-3740. FINISHES TO COMPLY WITH AS-3740. PROVIDE PLIABLE BUILDING MEMBRANE (WATER BARRIER) IN ALL EXTERNAL WALL MUST BE IN ACCORDANCE WITH AS/NZS 4200.1 REV.E REV.E E UPDATED SKYLIGHT, STRUCTURE, AND GUTTER 14.11.2022 25 PROPOSED GROUND FLOOR PLAN 1:50 1
GARDEN BED TO BE MODIFIED TO
AND